Simplified representation of complex structural components for finite-element-analysis

Research output: Chapter in book/report/conference proceedingConference contributionResearch

Authors

  • L. Reichert
  • J. Krieglsteiner
  • C. Schmidt
  • P. Horst

External Research Organisations

  • Technische Universität Braunschweig
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Details

Original languageEnglish
Title of host publicationECCM 2018 - 18th European Conference on Composite Materials
ISBN (electronic)9781510896932
Publication statusPublished - 2018
Event18th European Conference on Composite Materials, ECCM 2018 - Athens, Greece
Duration: 24 Jun 201828 Jun 2018

Abstract

Simplified representations of stiffened shell structures are needed for the FE-analysis of aircraft fuselage structures on a global level. Two methods are presented to derive surrogate stiffness parameters of complex structural components. The first method is based on FE-simulations, the second uses an analytical approach. Both methods are compared to a conventional analytical approach. For the FE-based approach, the structural response to characteristic load cases of a detailed model is used to calculate beam properties. These properties are used to set up a simplified FE-model. To validate the results, the structural behavior of both models is compared. A conventional analytical approach does not respect the increased complexity of the component and leads to a mean error of 30 % compared to the validated FE-results. Therefore, a second, refined analytical approach is developed, which takes the complexity into account by discretizing the component into simple segments. From this, parameters of the entire component are derived using a spring analogy. This approach is shown to reduce the mean error to 2 %.

Keywords

    Aerospace, Aircraft fuselage design, Composite design, Omega stiffener, Simplified representation, Stiffened shell structures, Structural design

ASJC Scopus subject areas

Cite this

Simplified representation of complex structural components for finite-element-analysis. / Reichert, L.; Krieglsteiner, J.; Schmidt, C. et al.
ECCM 2018 - 18th European Conference on Composite Materials. 2018.

Research output: Chapter in book/report/conference proceedingConference contributionResearch

Reichert, L, Krieglsteiner, J, Schmidt, C & Horst, P 2018, Simplified representation of complex structural components for finite-element-analysis. in ECCM 2018 - 18th European Conference on Composite Materials. 18th European Conference on Composite Materials, ECCM 2018, Athens, Greece, 24 Jun 2018. <https://www.semanticscholar.org/paper/SIMPLIFIED-REPRESENTATION-OF-COMPLEX-STRUCTURAL-FOR-Reichert-Krieglsteiner/03f85c2a9d7294a72a5df15e1d181ab3273f7b40>
Reichert L, Krieglsteiner J, Schmidt C, Horst P. Simplified representation of complex structural components for finite-element-analysis. In ECCM 2018 - 18th European Conference on Composite Materials. 2018
Reichert, L. ; Krieglsteiner, J. ; Schmidt, C. et al. / Simplified representation of complex structural components for finite-element-analysis. ECCM 2018 - 18th European Conference on Composite Materials. 2018.
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title = "Simplified representation of complex structural components for finite-element-analysis",
abstract = "Simplified representations of stiffened shell structures are needed for the FE-analysis of aircraft fuselage structures on a global level. Two methods are presented to derive surrogate stiffness parameters of complex structural components. The first method is based on FE-simulations, the second uses an analytical approach. Both methods are compared to a conventional analytical approach. For the FE-based approach, the structural response to characteristic load cases of a detailed model is used to calculate beam properties. These properties are used to set up a simplified FE-model. To validate the results, the structural behavior of both models is compared. A conventional analytical approach does not respect the increased complexity of the component and leads to a mean error of 30 % compared to the validated FE-results. Therefore, a second, refined analytical approach is developed, which takes the complexity into account by discretizing the component into simple segments. From this, parameters of the entire component are derived using a spring analogy. This approach is shown to reduce the mean error to 2 %.",
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AU - Reichert, L.

AU - Krieglsteiner, J.

AU - Schmidt, C.

AU - Horst, P.

N1 - Publisher Copyright: © CCM 2020 - 18th European Conference on Composite Materials. All rights reserved.

PY - 2018

Y1 - 2018

N2 - Simplified representations of stiffened shell structures are needed for the FE-analysis of aircraft fuselage structures on a global level. Two methods are presented to derive surrogate stiffness parameters of complex structural components. The first method is based on FE-simulations, the second uses an analytical approach. Both methods are compared to a conventional analytical approach. For the FE-based approach, the structural response to characteristic load cases of a detailed model is used to calculate beam properties. These properties are used to set up a simplified FE-model. To validate the results, the structural behavior of both models is compared. A conventional analytical approach does not respect the increased complexity of the component and leads to a mean error of 30 % compared to the validated FE-results. Therefore, a second, refined analytical approach is developed, which takes the complexity into account by discretizing the component into simple segments. From this, parameters of the entire component are derived using a spring analogy. This approach is shown to reduce the mean error to 2 %.

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